I believe you can look at the code online. And I think strucguy is correct, it doesn't appear to adopt other model codes.
Outdated? Probably. Inconvenient? Who wouldn't like using that code?? If your building is less than 200' tall; your MWFRS wind loads are 20psf, your C&C loads are 25psf with 30psf at the corners. ASCE 7-10 would take you six or eight chapters to get that information.